CN217204658U

CN217204658U - T-shaped shear wall reinforced bracket component

Info

Publication number: CN217204658U
Application number: CN202220850425.1U
Authority: CN
Inventors: 葛雄; 王博; 王大伟; 梁佶; 万云华; 陈丁刚; 李昆
Original assignee: Yunnan Design Institute Group Co ltd
Current assignee: Yunnan Design Institute Group Co ltd
Priority date: 2022-04-13
Filing date: 2022-04-13
Publication date: 2022-08-16
Anticipated expiration: 2032-04-13

Abstract

The utility model relates to the technical field of building engineering application, in particular to a T-shaped shear wall reinforcing bracket component, which comprises a T-shaped shear wall flange, a T-shaped shear wall web plate, a reinforced concrete bracket, a bracket reinforcing component and an overhanging horizontal reinforcing steel bar, wherein one side surface of the T-shaped shear wall flange is poured and connected with the T-shaped shear wall web plate, the other side surface of the T-shaped shear wall flange is poured and connected with the reinforced concrete bracket and the bracket reinforcing component, the horizontal reinforcing steel bar designed and arranged in the T-shaped shear wall web plate passes through the T-shaped shear wall flange and extends into the bracket reinforcing component, the T-shaped shear wall reinforced bracket component provides shear-resistant bearing capacity for the bracket node and serves as a shear-resistant strength reserve of the bracket node, can properly reduce the reinforcing bars in the bracket, more compactly pour the concrete, provide the construction quality of the joint, and the method has little influence on the elevation of the building and has good application prospect in the building with higher elevation look and feel requirements.

Description

T-shaped shear wall reinforced bracket component

Technical Field

The utility model relates to a building engineering uses technical field, specifically is a bracket component is strengthened to T shape shear force wall.

Background

Sightseeing steel galleries are often arranged among all the single bodies of the public building for connection, and when all the structural single bodies adopt the shear walls as vertical stress members, concrete corbel nodes for supporting steel beams and the shear walls are poured into a whole. Because the load is great, the corbel node often the arrangement of reinforcement is more, and concrete placement concrete is difficult to closely knit during the construction, and construction quality is difficult to guarantee.

Because the shear wall thickness is less, the bracket node reinforcing bar is difficult to satisfy reinforcing bar length anchor requirement when the anchor in the wall, and bracket node bearing capacity is difficult to guarantee.

In order to solve the problems, the T-shaped shear wall reinforced bracket component is provided.

SUMMERY OF THE UTILITY MODEL

In order to solve the technical problem, the utility model provides a following technical scheme:

the utility model provides a bracket component is strengthened to T shape shear force wall, including T shape shear force wall edge of a wing, T shape shear force wall web, reinforced concrete bracket, bracket strengthening member and overhanging horizontal reinforcement, T shape shear force wall edge of a wing side is pour and is connected T shape shear force wall web, T shape shear force wall edge of a wing another side is pour and is connected with reinforced concrete bracket and bracket strengthening member, the horizontal reinforcement of T shape shear force wall web design configuration passes T shape shear force wall edge of a wing, extends to in the bracket strengthening member.

As an optimal technical scheme of the utility model, the T-shaped shear wall edge of a wing with T-shaped shear wall web pours and connects into T-shaped shear wall.

As an optimal technical scheme of the utility model, reinforced concrete cow leg axis with coincidence of T shape shear force wall web axis.

As a preferred technical scheme of the utility model, the bracket reinforcing member is located reinforced concrete bracket below, and the bracket reinforcing member with the formation is pour simultaneously to the reinforced concrete bracket.

As an optimal technical scheme of the utility model, the bracket reinforcing member does the outer of T shape shear force wall web chooses, and the bracket reinforcing member with T shape shear force wall web width is the same.

As an optimal technical scheme of the utility model, the arrangement of reinforcement of bracket stiffening member is the overhanging horizontal reinforcing bar of a plurality of in the T shape shear force wall web.

The utility model has the advantages that:

the utility model provides a, this kind of bracket component is strengthened to T shape shear force wall pours as an organic wholely through bracket strengthening member and T shape shear force wall, for the bracket node provides anti shear bearing capacity, as the intensity deposit that the bracket node was sheared, simultaneously through the bearing capacity that utilizes the bracket strengthening member to provide, the arrangement of reinforcement in the suitable reduction bracket, with concrete placement more closely knit, improvement node construction quality.

The T-shaped shear wall reinforcing bracket member is formed by extending the T-shaped shear wall web plates outwards through the bracket reinforcing member, is convenient to construct, has little influence on the vertical face of a building, and also has good application prospect in the building with higher requirements on the vertical face appearance.

Drawings

The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:

fig. 1 is a schematic perspective view of a T-shaped shear wall reinforcing bracket member according to the present invention;

FIG. 2 is a schematic view of a partial vertical structure of a T-shaped shear wall reinforcing bracket member according to the present invention;

fig. 3 is a schematic top sectional view of a T-shaped shear wall reinforcing corbel member according to the present invention;

fig. 4 is a schematic bottom sectional view of a T-shaped shear wall reinforcing bracket member according to the present invention;

fig. 5 is a schematic view of a partial side view cross-sectional structure of a T-shaped shear wall reinforcing bracket member according to the present invention;

in the figure: 1. a T-shaped shear wall flange; 2. a T-shaped shear wall web; 3. a reinforced concrete corbel; 4. a corbel reinforcing member; 5. and (4) extending horizontal steel bars outwards.

Detailed Description

The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are presented herein only to illustrate and explain the present invention, and not to limit the present invention.

Example (b): as shown in fig. 1-5, a T-shaped shear wall reinforcing bracket member comprises a T-shaped shear wall flange 1, a T-shaped shear wall web 2, a reinforced concrete corbel 3, a corbel reinforcing member 4 and an overhanging horizontal reinforcing steel bar 5, wherein one side surface of the T-shaped shear wall flange 1 is connected with the T-shaped shear wall web 2 in a pouring manner, the other side surface of the T-shaped shear wall flange 1 is connected with the reinforced concrete corbel 3 and the corbel reinforcing member 4 in a pouring manner, and the horizontal reinforcing steel bar 5 designed and configured on the T-shaped shear wall web 2 penetrates through the T-shaped shear wall flange 1 and extends into the corbel reinforcing member 4.

And the T-shaped shear wall flange 1 and the T-shaped shear wall web 2 are poured to form the T-shaped shear wall.

The axis of the reinforced concrete bracket 3 is coincided with the axis of the T-shaped shear wall web 2.

The bracket reinforcing member 4 is positioned below the reinforced concrete bracket 3, the bracket reinforcing member 4 and the reinforced concrete bracket 3 are formed by pouring at the same time, and the shearing force borne by the reinforced concrete bracket 3 can be reliably transmitted to the T-shaped shear wall through the bracket reinforcing member 4.

The bracket reinforcing member 4 is an overhang of the T-shaped shear wall web 2, construction is convenient, meanwhile, influence on a building vertical face is small, and the width of the bracket reinforcing member 4 is the same as that of the T-shaped shear wall web 2.

The reinforcing bars of the bracket reinforcing member 4 are a plurality of overhanging horizontal reinforcing bars 5, and the overhanging horizontal reinforcing bars 5 bear internal tensile stress generated by various indirect effects, so that the bearing capacity of the member is ensured, and the bracket reinforcing member 4 is laterally supported.

The working principle is as follows: according to the T-shaped shear wall reinforced bracket component, the bracket reinforcing component 4, the T-shaped shear wall and the reinforced concrete bracket 3 are cast in place to form a whole, shear force borne by the reinforced concrete bracket 3 can be reliably transmitted to the T-shaped shear wall through the bracket reinforcing component 4, the force transmission path is simple and efficient, the shearing bearing capacity of a bracket node can be effectively provided, the bracket reinforcing component 4 is formed by extending the T-shaped shear wall web 2, construction is convenient, meanwhile, the influence on a building facade is small, and the T-shaped shear wall reinforced bracket component also has a good application prospect in a building with a high facade impression requirement.

In the description of the present invention, it should be noted that the terms "vertical", "upper", "lower", "horizontal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention.

In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood according to specific situations by those of ordinary skill in the art.

Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The utility model provides a corbel component is strengthened to T shape shear force wall, includes T shape shear force wall edge of a wing (1), T shape shear force wall web (2), reinforced concrete bracket (3), bracket reinforcement member (4) and overhanging horizontal reinforcement (5), its characterized in that, T shape shear force wall web (2) are pour to connection T shape shear force wall web (1) side, T shape shear force wall edge of a wing (1) another side is pour and is connected with reinforced concrete bracket (3) and bracket reinforcement member (4), horizontal reinforcement (5) of T shape shear force wall web (2) design configuration pass T shape shear force wall edge of a wing (1), extend to in the bracket reinforcement member (4).

2. A T-shaped shear wall reinforcing bracket component according to claim 1, characterized in that the T-shaped shear wall flanges (1) and the T-shaped shear wall webs (2) are cast to form the T-shaped shear wall.

3. A T-shaped shear wall reinforcing corbel member according to claim 1, characterized in that the reinforced concrete corbel (3) axis coincides with the T-shaped shear wall web (2) axis.

4. A T-shaped shear wall reinforcing corbel member according to claim 1, characterized in that the corbel reinforcing member (4) is located below the reinforced concrete corbel (3) and the corbel reinforcing member (4) is cast simultaneously with the reinforced concrete corbel (3).

5. A T-shaped shear wall reinforcing corbel member according to claim 1, characterized in that the corbel reinforcing member (4) is an overhang of the T-shaped shear wall web (2), and the corbel reinforcing member (4) is the same width as the T-shaped shear wall web (2).

6. A T-shaped shear wall reinforcing bracket member according to claim 1, characterized in that the reinforcing bars of the bracket reinforcing member (4) are a plurality of overhanging horizontal reinforcing bars (5) in a T-shaped shear wall web (2).